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% for inclusion of other PDF pages, in this case Frank's presentation
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%This is a macro to  convert eps to pdf files on the fly.
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%  \usetheme{Marburg} % ima naslov i sadrzaj sa desne strane
%  \usetheme{Hannover} % ima naslov i sadrzaj sa leve strane
%  \usetheme{Singapore} % ima sadrzaj i tackice gore
%  \usetheme{Antibes}  % ima sadrzaj gore i kao graf ...
%  \usetheme{Berkeley} % ima sadrzaj desno
%  \usetheme{Berlin} % ima sadrzaj gore i tackice
%  \usetheme{Goettingen} % ima sadrzxaj za desne strane
%  \usetheme{Montpellier} % ima graf sadrzaj gore
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%  \setbeamercovered{transparent}
% or whatever (possibly just delete it)
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%%%%%%%
%  \usecolortheme{BorisJeremic}
%%%%%%%
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%%%%  HYPERREF  HYPERREF  HYPERREF  HYPERREF  HYPERREF
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% % Commenting this out fixes Windows acrobat problem (?!)
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%             colorlinks=true,
%             linkcolor=webblue,
%             citecolor=webblue,
%             urlcolor=webblue,
%             linktocpage,
%             pdftex]{hyperref}


\usepackage{pause}
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\usepackage[latin1]{inputenc}
% or whatever
\usepackage{times}
\usepackage[T1]{fontenc}
% Or whatever. Note that the encoding and the font should match. If T1
% does not look nice, try deleting the line with the fontenc.



%      Site Specific Dynamics of Structures: 
%From Seismic Source to 
%the Safety of Occupants and Content


\title[MS-ESSI]
      {
High Fidelity Modeling and Simulation of 
Earthquake Soil Structure Interaction Effects for
Infrastructure Objects
}
%      {Interface Between Earthquake Ground Motions and Structural
%Response: Numerical Modeling and Simulation of ESSI Behavior}


%\subtitle
%{Include Only If Paper Has a Subtitle}

% %\author[Author, Another] % (optional, use only with lots of authors)
% %{F.~Author\inst{1} \and S.~Another\inst{2}}
% % - Give the names in the same order as the appear in the paper.
% % - Use the \inst{?} command only if the authors have different
% %   affiliation.
%  \pgfdeclareimage[height=0.15cm]{UCD-logo}{/home/jeremic/BG/amblemi/UCD/ucdavis_logo_blue_sm}
%  \pgfdeclareimage[height=0.18cm]{lbnl-logo}{/home/jeremic/BG/amblemi/LBNL/BerkeleyLab_Masterbrand_logo}
% % \pgfdeclareimage[height=0.15cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI_Consultants_gray_02}
%  \pgfdeclareimage[height=0.17cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI_Consultants_white_01}

 \pgfdeclareimage[height=0.20cm]{UCD-logo}{/home/jeremic/BG/amblemi/UCD/UCD_white_01}
 \pgfdeclareimage[height=0.20cm]{LBNL-logo}{/home/jeremic/BG/amblemi/LBNL/LBNL_white_01}
% \pgfdeclareimage[height=0.15cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI_Consultants_gray_02}
 \pgfdeclareimage[height=0.20cm]{ESSI-C-logo}{/home/jeremic/BG/amblemi/ESSI/ESSI-C_white_01}


 
% \pgfdeclareimage[height=0.40cm]{Best_PSHANI_2018_logo}{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/Best_PSHANI_2018_logo}

%\author[Jeremi{\'c} et al. Best PSHANI] % (optional, use only with lots of authors)
\author[Jeremi{\'c} et al.] % (optional, use only with lots of authors)
%{Boris~Jeremi{\'c}}
{Boris Jeremi{\'c}\\
Yuan Feng, Han Yang, Hexiang Wang, Fangbo Wang}

%\institute[Computational Geomechanics Group \hspace*{0.3truecm}
\institute[\pgfuseimage{UCD-logo}\hspace*{0.15truecm}\pgfuseimage{LBNL-logo}] % (optional, but mostly needed)
%\institute[\pgfuseimage{UCD-logo}\hspace*{0.15truecm}\pgfuseimage{LBNL-logo}\hspace*{0.15truecm}\pgfuseimage{ESSI-C-logo}] % (optional, but mostly needed)
%\institute[\pgfuseimage{UCD-logo}\mbox{;}\pgfuseimage{LBNL-logo}\mbox{;}\pgfuseimage{ESSI-C-logo}] % (optional, but mostly needed)
%{ Professor, University of California, Davis\\
{ University of California, Davis, CA\\
%  and\\
%  Faculty Scientist, Lawrence Berkeley National Laboratory, Berkeley }
  Lawrence Berkeley National Laboratory, Berkeley, CA}
%  ESSI Consultants, Davis, CA}
% - Use the \inst command only if there are several affiliations.
% - Keep it simple, no one is interested in your street address.


\date[] % (optional, should be abbreviation of conference name)
{\small WCCM\\ New York City, NY, USA\\
         July 2018}

\subject{}
% This is only inserted into the PDF information catalog. Can be left
% out.



% If you have a file called "university-logo-filename.xxx", where xxx
% is a graphic format that can be processed by latex or pdflatex,
% resp., then you can add a logo as follows:

%\pgfdeclareimage[height=0.2cm]{university-logo}{/home/jeremic/BG/amblemi/ucdavis_logo_gold_lrg}
%\logo{\pgfuseimage{university-logo}}

% \pgfdeclareimage[height=0.5cm]{university-logo}{university-logo-filename}
% \logo{\pgfuseimage{university-logo}}




% Delete this, if you do not want the table of contents to pop up at
% the beginning of each subsection:
% \AtBeginSubsection[]
\setcounter{tocdepth}{3}
\AtBeginSubsection[]
% \AtBeginSection[]
 {
   \begin{scriptsize}
   \begin{frame}<beamer>
     \frametitle{Outline}
     \tableofcontents[currentsection,currentsubsection]
%    \tableofcontents[currentsection]
   \end{frame}
   \end{scriptsize}
 }


% If you wish to uncover everything in a step-wise fashion, uncomment
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\begin{document}

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\begin{frame}
  \titlepage
\end{frame}

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\begin{frame}
  \frametitle{Outline}

   \begin{scriptsize}
  \tableofcontents
% You might wish to add the option [pausesections]
   \end{scriptsize}
\end{frame}

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% Structuring a talk is a difficult task and the following structure
% may not be suitable. Here are some rules that apply for this
% solution:

% - Exactly two or three sections (other than the summary).
% - At *most* three subsections per section.
% - Talk about 30s to 2min per frame. So there should be between about
%   15 and 30 frames, all told.

% - A conference audience is likely to know very little of what you
%   are going to talk about. So *simplify*!
% - In a 20min talk, getting the main ideas across is hard
%   enough. Leave out details, even if it means being less precise than
%   you think necessary.
% - If you omit details that are vital to the proof/implementation,
%   just say so once. Everybody will be happy with that.



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
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\section{Introduction}




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\subsection{Motivation}



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\begin{frame}
 \frametitle{Motivation}


\begin{itemize}

  \item  Improve safety and economy of infrastructure objects
 
\vspace*{1mm}
  \item    Improve  numerical    modeling    and  simulation  for infrastructure
  objects

\vspace*{1mm}
 \item Modeling and simulation quality assurance, verification \& validation

\vspace*{1mm}
  \item       Select  sophistication level for numerical modeling and simulation
  (MS) to analyze earthquake soil structure interaction (ESSI) effects

\vspace*{1mm}
 \item Practical numerical modeling and simulation system, MS-ESSI


\end{itemize}


\end{frame}
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\begin{frame}
 \frametitle{Uncertainties}


\begin{itemize}




%\vspace*{1mm}
  \item    Modeling uncertainty, introduced by simplifying assumptions, need for
  capability  to  perform  lower and higher level of sophistication modeling and
  simulation



\vspace*{4mm}
  \item    Parametric    uncertainty,  propagation  of uncertainty   in material
  $K^{ep}$ and loads $F(t)$, through: 
  ${M}  \ddot{u_i}  +  {C}  \dot{u_i} + {K}^{ep} {u_i} = {F(t)}$,   resulting in
  PDFs   and   CDFs  for  $\sigma_{ij}$,  $\epsilon_{ij}$,  $u_i$,  $\dot{u}_i$,
  $\ddot{u}_i$
%



\vspace*{4mm}
  \item   Le doute n'est pas un {\'e}tat bien agr{\'e}able, 
        mais l'assurance est un {\'e}tat ridicule.  (Voltaire)


% \vspace*{4mm}
%   \item   Le doute n'est pas un {\'e}tat bien agr{\'e}able, 
%         mais l'assurance est un {\'e}tat ridicule.  (Fran{\c c}ois-Marie Arouet, Voltaire)



\end{itemize}



%Le doute n'est pas un {\'e}tat bien agr{\'e}able,\\ 
%        mais l'assurance est un {\'e}tat ridicule.  (Fran{\c c}ois-Marie Arouet, Voltaire)



\end{frame}
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{High Performance Computing (HPC) for MS-ESSI}


High sophistication models usually require significant computational resources

\begin{itemize}

\vspace*{1mm}
    \item Fine grained HPC

%\vspace*{1mm}
    \begin{itemize}
%\vspace*{1mm}
      \item Programming techniques, Templates, Metaprograms
%\vspace*{1mm}
      \item Data arrangement for Small Linear Algebra optimization
    \end{itemize}


\vspace*{1mm}
    \item Course grained HPC
%\vspace*{1mm}
    \begin{itemize}
%\vspace*{1mm}
      \item  Plastic  Domain  Decomposition  method  for  inelasticity
        \begin{itemize}
          \item Variable capability CPUs
          \item Variable performance networks
        \end{itemize}
%\vspace*{1mm}
      \item Workstations, clusters, national and commercial supercomputers (EDISON, CORI, AWS...)
    \end{itemize}


\end{itemize}


\end{frame}
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\section{Modeling and Simulation}

      



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Seismic Motions}


 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Stress Test Motions and Regional Scale Motions}

\begin{itemize}



%\vspace*{2mm}
  \item Stress test motions, analytic solutions, plane wave, layered medium, Thomson and Haskel, '50s
    \begin{itemize}
       \item 3D - 6C
       \item 3D - 3$\times$1C 
       \item 3D - 1C
       \item 1D - 1C 
    \end{itemize}




\vspace*{2mm}
  \item   Free  field regional scale seismic motions using
  SW4, Rodgers, Pitarka and Petersson, '10s



\vspace*{2mm}
  \item Knowledge of geology and the site is important





\end{itemize}
 
\end{frame}






% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% \begin{frame}
% \frametitle{Example Structure, a Small Modular Reactor (SMR)}
% 
% 
% 
% %\vspace*{-4mm}  
% \begin{figure}[!htb]
% \begin{center}
% %\hspace*{-5mm}
% \includegraphics[width=5.2cm]{/home/jeremic/tex/works/Reports/2012/DOE-LLNL-SSI/SMR_generic_LLNL_01.jpg}
% \end{center}
% \end{figure}
% 
% 
%  
% \end{frame}
% 
% 

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
\frametitle{Stress Test Motions}


%\vspace*{-10mm}  

\begin{itemize}

\item Variation in inclination, frequency, energy and duration

\item Try to "break" the system, shake-out strong and weak links

\end{itemize}



\vspace*{-4mm}  
\begin{figure}[!htb]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=8.5cm]{/home/jeremic/tex/works/Conferences/2018/BestPSHANI/Presentation/stress_test_Best_SHANI_May2018.jpg}
\end{center}
\end{figure}


% 
%  \vspace*{-45mm}  
%  \begin{figure}[!htb]
%  \begin{flushright}
%  \includegraphics[width=4cm]{/home/jeremic/tex/works/Conferences/2015/CNSC_July/Present/Stress_test_NPP_idea.jpg}
%  \hspace*{-5mm}
%  \end{flushright}
%  \end{figure}


\vspace*{-5mm}  
\begin{figure}[!htb]
\begin{center}
\hspace*{-5mm}  
%\includegraphics[width=4cm]{/home/jeremic/tex/works/consulting/2017/IAEA/TECDOC/Version_14Mar2017/1Dvs3x1Dvs3D_waves_02.pdf}
\includegraphics[width=7.5cm]{/home/jeremic/tex/works/Conferences/2018/WCCM2018/Present/1Dvs3x1Dvs3D_waves_03.pdf}
\hspace*{4mm}
\includegraphics[width=3.6cm]{/home/jeremic/tex/works/Conferences/2018/WCCM2018/Present/1Dvs3x1Dvs3D_waves_02.pdf}
\hspace*{-5mm}
\end{center}
\end{figure}




\end{frame}









% 
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  
%  \frametitle{Free Field, Variation in Input Wave Angle,  $f = 5$Hz}
%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
%       
%  % \vspace*{-5mm}
%  \begin{center}
%  % \hspace*{-15mm}
%  %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
%  \movie[label=show3,width=10cm,poster,showcontrols]
%  {\includegraphics[width=10cm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/Free_Field_variation_in_wave_angle.jpg}}
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_inclination.mp4}
%  \end{center}
%          
%  % online   
%  \vspace*{-12mm}
%  \begin{flushleft}
%  \hspace*{-4mm}
%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_inclination.mp4}
%    {\tiny (MP4)}
%  \end{flushleft}
%  % online  
%     
%  
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  
%  \frametitle{SMR ESSI, Variation in Input Wave Angle,  $f = 5$Hz}
%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
%       
%  % \vspace*{-5mm}
%  \begin{center}
%  % \hspace*{-15mm}
%  %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
%  \movie[label=show3,width=10cm,poster,showcontrols]
%  {\includegraphics[width=10cm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclinations.jpg}}
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclindations.mp4}
%  \end{center}
%          
%  % online   
%  \vspace*{-12mm}
%  \begin{flushleft}
%  \hspace*{-4mm}
%  \href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR_ESSI_4_inclindations.mp4}
%    {\tiny (MP4)}
%  \end{flushleft}
%  % online  
%     
%  
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  
%  
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\begin{frame}

\frametitle{Free Field, Variation in Input Frequency, $\theta = 60^{o}$}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/Free_Field_variation_in_wave_frequency.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/free_field_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=10cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
\end{center}
        
% online   
\vspace*{-12mm}
\begin{flushleft}
\hspace*{-4mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/SMR_frequency.mp4}
  {\tiny (MP4)}
\end{flushleft}
% online  
   

\end{frame}

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%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%  
%  %\frametitle{SMR ESSI, Variation in Input Frequency, $\theta = 60^{o}$}
%  \frametitle{SMR ESSI, Variation in Input Frequency, REAL TIME}
%  
%  % Elastoplastic soil with contact elements
%  %% Both solid and contact elements dissipate energy
%  
%       
%  % \vspace*{-5mm}
%  \begin{center}
%  % \hspace*{-15mm}
%  %\movie[label=show3,width=10cm,poster,autostart,showcontrols]
%  \movie[label=show3,width=10cm,poster,showcontrols]
%  {\includegraphics[width=10cm]
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Free_Field_animations_angle_or_frequency_variation/ESSI_SMR_variation_in_wave_frequency.jpg}}
%  {/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/SMR_animations_May2018/SMR-ESSI_real_time_four_freq.mp4}
%  \end{center}
%          
%  % online   
%  \vspace*{-12mm}
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Rodgers et al\\
LBNL, LBNL
%\\
%using SW4,\\ Anders et al.
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USGS
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%    \includegraphics[width=12.5truecm]{/home/jeremic/tex/works/Thesis/HexiangWang/Files_08June2017/pic/SW42DRM.pdf}
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%  % \caption{\label{Fig:NPP_Model_In_Real_ESSI} Nuclear Power Plant Model with Shallow Foundation }
%   \end{figure}
%   
%  \end{frame}
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



































%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\subsection{Seismic Energy Dissipation}



%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 \frametitle{Flow of Seismic Energy}


\begin{itemize}




    \item Seismic energy input into the ESSI system


\vspace*{3mm}
  \item Seismic energy dissipation outside of ESSI system
    \begin{itemize}
\vspace*{1mm}
      \item Wave reflections
\vspace*{1mm}
      \item Structural oscillations, wave radiation
  \end{itemize}



\vspace*{3mm}
  \item Seismic energy dissipation within ESSI system
    \begin{itemize}
\vspace*{1mm}
      \item Viscous effects (soil, fluid containers...)
\vspace*{1mm}
      \item Inelastic effects (soil, concrete, contacts, dissipators...)
\vspace*{1mm}

  \end{itemize}


      \item Numerical energy dissipation and production




\end{itemize}


\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   
%  \frametitle{Incremental Plastic Work: $d W_p = \sigma_{ij} \, d\epsilon_{ij}^{pl}$}
%   
%  \begin{itemize}
%  \item Negative incremental energy dissipation
%  \item Plastic work is NOT plastic dissipation
%  \end{itemize}
%   
%  \begin{figure}[!H]
%  \begin{center}
%  \includegraphics[height=5.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation_Problem.png}
%  \end{center}
%  \end{figure}
%   
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Negative incremental energy dissipation!}
%  %  
%  % \begin{itemize}
%  % \item Direct violation of the second law of thermodynamics
%  % \item Where is the problem?
%  % \item[]
%  % \item[]
%  % \end{itemize}
%  %  
%  % \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   
%  \frametitle{Negative incremental energy dissipation!}
%   
%  \begin{itemize}
%  
%  \item Direct violation of the second law of thermodynamics
%  
%  \vspace{2mm}
%  \item Where is the problem?
%  \vspace{2mm}
%  \item One important form of energy is missing!
%  \vspace{2mm}
%  \item \textbf{Plastic Free Energy}
%  \end{itemize}
%   
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % 
%  % \subsection{Thermodynamics-Based Theory and Formulation}
%  % 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Plastic Free Energy}
 
\begin{itemize}
% \item Direct violation of the second law of thermodynamics
% % \item Where is the problem?
% \item Missing is the plastic free energy


\item Multi-scale effect of particle interlocking/rearrangement
\item Strain energy on particle level
\end{itemize}
 
\begin{figure}[!h]
\begin{center}
\includegraphics[width=7truecm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Plastic_Free_Energy.png}
\end{center}
\end{figure}
 
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%f%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Energy Transformation in Elastic-Plastic Material}
 
\begin{figure}[!H]
\begin{center}
\includegraphics[height=6cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Energy_Transformation.png}
\end{center}
\end{figure}
 
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Traditional Energy Components}
%  %  
%  % \begin{itemize}
%  % \item Kinetic Energy Density: 
%  % \begin{equation*}
%  %   d E_K({x},t) = \rho({x}) \, v_i({x}, t) \, d v_i({x}, t)
%  % \end{equation*}
%  %   
%  % \item Strain Energy Density: 
%  % \begin{equation*}
%  %   d E_S({x},t) = \sigma_{ij}({x},t) \, d \epsilon_{ij}^{el}({x}, t)
%  % \end{equation*}
%  %   
%  % \vspace*{1mm}
%  %   
%  % \item Plastic Work Density: 
%  % \begin{equation*}
%  %   d W_P(x,t) = \sigma_{ij}(x,t) \, d \epsilon_{ij}^{pl}(x, t)
%  % \end{equation*}
%  % \end{itemize}
%  %   
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Plastic Free Energy and Dissipation}
%  %  
%  % \begin{itemize}
%  % \item Free Energy
%  % \begin{itemize}
%  % \item Based on the second law of thermodynamics
%  % \item Decomposed into elastic and plastic components
%  % \end{itemize}
%  %   
%  % \item Plastic Free Energy
%  % \begin{itemize}
%  % \item Decomposed into isotropic and kinematic components
%  % \item Related to hardening laws in classic plasticity theory
%  % \item Related to material state variables (back stress etc.)
%  % \end{itemize}
%  % \begin{equation*}
%  %   d\Psi_{pl}^{iso} = \frac{1}{\kappa_1} k \, dk; \quad d\Psi_{pl}^{kin} = \frac{1}{a_1} \alpha_{ij} \, d \alpha_{ij}
%  % \end{equation*}
%  %   
%  % \item Energy Dissipation due to Plasticity
%  % \begin{itemize}
%  % \item Incremental dissipation should always be nonnegative
%  % \end{itemize}
%  % \begin{equation*}
%  %   d D_P = d W_P - d\Psi_{pl} = \sigma_{ij} \, d \epsilon^{pl}_{ij} - d\Psi_{pl} \ge 0
%  % \end{equation*}
%  % \end{itemize}
%  %  
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % 
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Use Incremental Equation: $d\Phi = \sigma_{ij} \, d\epsilon_{ij}^{pl}$}
%  %  
%  % \begin{itemize}
%  % \item \textbf{Plastic Work} vs. \textbf{Energy Dissipation due to Plasticity}
%  % \end{itemize}
%  %  
%  % \begin{figure}[!H]
%  % \begin{center}
%  % \includegraphics[height=5.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation_Problem2.png}
%  % \end{center}
%  % \end{figure}
%  %  
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % 
%  % 
%  % 
%  % 
%  % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % % %\begin{frame}
%  % % % 
%  % % %\frametitle{Area of Hysteresis Loop}
%  % % % 
%  % % %\begin{figure}[!H]
%  % % %\begin{center}
%  % % %\includegraphics[height=6cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Stress-Strain.png}
%  % % %\end{center}
%  % % %\end{figure}
%  % % % 
%  % % %\end{frame}
%  % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % % %
%  % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % % %\begin{frame}
%  % % % 
%  % % %\frametitle{Area of Hysteresis Loop}
%  % % % 
%  % % %\begin{figure}[!H]
%  % % %\begin{center}
%  % % %\includegraphics[height=6cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Stress-Strain-Dissipation.png}
%  % % %\end{center}
%  % % %\end{figure}
%  % % % 
%  % % %\end{frame}
%  % % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % % %
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % %\begin{frame}
%  % % 
%  % %\frametitle{Area of the Stress-Strain Loop}
%  % % 
%  % %\begin{itemize}
%  % %\item[] Evolving loop? Monotonic loading?
%  % %\end{itemize}
%  % % 
%  % %\begin{figure}[!H]
%  % %\begin{center}
%  % %\includegraphics[height=5.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Stress-Strain-Monotonic.png}
%  % %\end{center}
%  % %\end{figure}
%  % % 
%  % %\end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  %\begin{frame}
%  % 
%  %\frametitle{Use Incremental Equation: $\sigma_{ij} \, d\epsilon_{ij}^{pl}$}
%  % 
%  %\end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Use Incremental Equation: $d\Phi = \sigma_{ij} \, d\epsilon_{ij}^{pl}$}
%  % 
%  %  
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % 
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Use Incremental Equation: $d\Phi = \sigma_{ij} \, d\epsilon_{ij}^{pl}$}
%  %  
%  % \begin{itemize}
%  % \item[] Notice any problem?
%  % \end{itemize}
%  %  
%  % \begin{figure}[!H]
%  % \begin{center}
%  % \includegraphics[height=5.5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation.png}
%  % \end{center}
%  % \end{figure}
%  %  
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Incremental Equation: $d W = \sigma_{ij} \, d\epsilon_{ij}^{pl}$}
%  %  
%  % \begin{itemize}
%  % \item[] PROBLEM: negative incremental energy dissipation!
%  % \item[] 600 papers since 1990 (!?!): \\
%  %       
%  % \end{itemize}
%  %  
%  % \begin{figure}[!H]
%  % \begin{center}
%  % \includegraphics[height=5cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Negative_Dissipation_Problem2.png}
%  % \end{center}
%  % \end{figure}
%  %  
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  % \begin{frame}
%  %  
%  % \frametitle{Negative incremental energy dissipation!}
%  %  
%  % \begin{itemize}
%  % \item[] Direct violation of the second law of thermodynamics
%  % \item[] Where is the problem?
%  % \item[]
%  % \item[]
%  % \end{itemize}
%  %  
%  % \end{frame}
%  % %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%  \begin{frame}
%   
%  \frametitle{Negative Incremental Energy Dissipation!}
%   
%  \begin{itemize}
%  
%  \item[] Direct violation of the second law of thermodynamics
%  
%  \vspace*{3mm}
%  \item[] 600 papers since 1990 (!?!) repeat this error
%  
%  \vspace*{3mm}
%  \item[] Important form of energy missing: {Plastic Free Energy}
%  
%  \vspace*{3mm}
%  \item[] First described by Taylor and Quinney in 1934! 
%  
%  \vspace*{3mm}
%  \item[] Plastic Work vs. {Plastic Energy Dissipation}
%  
%  
%  %\vspace*{4mm}
%  %\item[] However it seems to be forgotten
%  
%  \end{itemize}
%   
%  \end{frame}
%  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%


% %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
 
\frametitle{Energy Dissipation from Inelasticity}


\vspace*{2mm}
 
% Single elastic-plastic element under cyclic shear loading
 
\begin{itemize}
\item Plastic work is {\bf NOT} plastic dissipation
\item Plastic work $=$ Plastic Dissipation $+$ Plastic Free Energy
\end{itemize}
 
\vspace*{-7mm}
\begin{figure}[!hbpt]
\begin{center}
\hspace*{-5mm}
\includegraphics[width=12.0truecm]{/home/jeremic/tex/works/Thesis/HanYang/Files_06June2017/DOE_Annual_2017/Figures/Dissipation_Material.png}
\end{center}
\end{figure}
  
\end{frame}
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%




%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

\frametitle{Energy Dissipation Control}

\begin{figure}[!H]
%\hspace*{-10mm}
%     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_a.pdf}
%     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_b.pdf}
     \includegraphics[width=9cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_g.pdf}
%     \includegraphics[width=3cm]{/home/jeremic/tex/works/Thesis/HanYang/Files_Energy_dissipation_01Dec2017/case_e.pdf}
\end{figure}




\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

% 
% 
% 
    
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

\frametitle{Energy Dissipation for a NPP}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
\movie[label=show3,width=10cm,poster,autostart,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/3D_Nonlinear_Modeling_and_it_Effects/NPP_Plastic_Dissipation_grab.jpg}}
%{/home/jeremic/tex/works/Thesis/HanYang/Files_10Aug2017/NPP_Plastic_Dissipation.mp4}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation.mpg}
\end{center}


 
\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/NPP_Plastic_Dissipation.mpg}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushleft}
%



\end{frame}

%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%



    
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}

\frametitle{Energy Dissipation for a SMR}

% Elastoplastic soil with contact elements
%% Both solid and contact elements dissipate energy

     
% \vspace*{-5mm}
\begin{center}
% \hspace*{-15mm}
%\movie[label=show3,width=9cm,poster,autostart,showcontrols]
\movie[label=show3,width=10cm,poster,showcontrols]
{\includegraphics[width=10cm]
{/home/jeremic/tex/works/Conferences/2017/SMiRT_24/present/Nonlinear_Analysis_of_ESSI_for_SMR/SMR_Energy_Dissipation_screen_grab.jpg}}
{/home/jeremic/public_html/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mpg}
%{/home/jeremic/tex/works/Thesis/HanYang/Files_16Aug2017/SMR_Energy_Dissipation.mp4}
\end{center}

 
\begin{flushleft}
\vspace*{-15mm}
\href{http://sokocalo.engr.ucdavis.edu/~jeremic/lecture_notes_online_material/_Chapter_Applications_ESSI_for_NPPs/Energy_Dissipation_Animations/SMR_Energy_Dissipation.mp4}
%  \href{./homo_50m-mesh_45degree_Ormsby.mp4}
  {\tiny (MP4)}
\end{flushleft}
%




\end{frame}

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% -  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% -  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% -  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% -  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
% -  %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%





\section{Summary}

%\subsection*{Summary}
%\subsection{Summary}
\subsection{\ }

% 


%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{Summary}

  \begin{itemize}



%vspace*{1mm}
    \item   Seismic wave fields, stress test motions, 3C/6C, 3$\times$1C and 1C,
    and regional scale free field models for ESSI behavior


\vspace*{2mm}
    \item Inelastic ESSI behavior and energy dissipation for soil, contact and structure


%\vspace*{2mm}
%    \item    Numerical   modeling  and  simulation  used  to predict and inform,
%    rather than to (force) fit

  
% \vspace*{1mm}
% %\vspace*{1mm}
%    \item  IAEA TECDOC on SSI

   
  
%\vspace*{1mm}
\vspace*{2mm}
    \item    MS-ESSI    Simulator:  \url{http://ms-essi.info}
%    \href{http://ms-essi.info}{http://ms-essi.info}



% %\vspace*{1mm}
%     \item        Funding/support   from  and  collaboration  with  the US-DOE,
%     US-NRC,   CNSC-CCSN,   US-NSF,   UN-IAEA,   and  Shimizu  Corp.  is  greatly
%     appreciated,



%\vspace*{1mm}
\vspace*{2mm}
    \item        Funding   from  and  collaboration  with  the US-DOE,
    US-NRC,   CNSC-CCSN, US-NSF and  UN-IAEA  is  greatly
    appreciated

% 
% \vspace*{2mm}
% %\vspace*{1mm}
%    \item               Collaborators:  Feng,   Han,  Wang, Sinha, Lacour, Abell,
%    Pisan{\`o}, Orbovi{\' c}, McCallen, Petrone, McKenna
%    


%\vspace*{2mm}
%    \item Le doute n'est pas un {\'e}tat bien agr{\'e}able, mais l'assurance est
%    un {\'e}tat ridicule (Voltaire)





% %\vspace*{1mm}
%     \item           More    on    modeling  and  simulation  for  SMRs  at  the:
%     Nonlinear/Inelastic  Earthquake  Soil  Structure  Interaction  (ESSI)  short
%     course,     this     fall     in     San    Francisco,    more    info    at
%     \href{http://ms-essi.info}{http://ms-essi.info}
% 
      

\end{itemize}



\end{frame}
%


% 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
\begin{frame}
  \frametitle{US-DOE: ESSI of  Nuclear Installations}

%OVDE
  \begin{itemize}

    \item[]  The MS-ESSI Simulator: \url{http://ms-essi.info}
%    \item[]  The MS-ESSI Simulator System, \url{http://ms-essi.info}
%    (inelastic, deterministic and probabilistic, time domain, 3D FEM)
%     \href{http://real-essi.us}{http://real-essi.us} 
    
% %    \vspace*{2mm}
%     \item[]  Modeling from seismic source to NPP (LLNL/UCD/LBNL)

    \vspace*{2mm}
    \item[] High Quality Validation test (UNR/UCD/LBNL)


   
%\vspace*{-2mm}
\begin{figure}[!hbpt]
\begin{center}
%
\hspace*{-7mm}
\includegraphics[width=8truecm]{/home/jeremic/tex/works/Conferences/2017/CNWG_INL_16-18_May_2017/Presentation/DOE_project_UNR_test_01.jpg}
\vspace*{-5mm}
\end{center}
\end{figure}



\end{itemize}


\end{frame}






\end{document}

%
%
